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Page 168
... longitudinal reinforcement . B. Hooking tightly around the longitudinal reinforcement through at least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance sufficient to develop the ...
... longitudinal reinforcement . B. Hooking tightly around the longitudinal reinforcement through at least 180 degrees . C. Embedment above or below the mid - depth of the beam on the compression side , a distance sufficient to develop the ...
Page 171
... longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the corner of a complete tie having an included angle of not more than 135 ...
... longitudinal bars for tied columns shall be enclosed by lateral ties . Lateral support shall be provided to the longitudinal bars , as specified below , by the corner of a complete tie having an included angle of not more than 135 ...
Page 342
... longitudinal tension bars . B. Longitudinal bars with a bent portion making an angle of 30 degrees or more with longitudinal tensile bars . C. Combinations of stirrups and bent bars . D. Spirals . Inclined stirrups and bent bars shall ...
... longitudinal tension bars . B. Longitudinal bars with a bent portion making an angle of 30 degrees or more with longitudinal tensile bars . C. Combinations of stirrups and bent bars . D. Spirals . Inclined stirrups and bent bars shall ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength